DWG_1673850DWG2OF4.pdf

& AND

@ AT

AB ANCHOR BOLT

ABV ABOVE

ACI AMERICAN CONCRETE INSTITUTE

AD AREA DRAIN

ADDL ADDITIONAL

ADH ADHESIVE

ADJ ADJACENT

AE AIR ENTRAINED

AFF ABOVE FINISH FLOOR

AISC AMERICAN INSTITUTE OF STEEL CONSTRUCTION

ALNMT ALIGNMENT

ALT ALTERNATE

ALUM ALUMINUM

ANSI AMERICAN NATIONAL STANDARDS INSTITUTE

APPROX APPROXIMATE

AR ANCHOR ROD

ARCH ARCHITECT or ARCHITECTURAL

ASCE AMERICAN SOCIETY OF CIVIL ENGINEERS

ASTM AMERICAN SOCIETY FOR TESTING & MATERIALS

AWS AMERICAN W ELDING SOCIETY

B/ BOTTOM OF

B/B BACK TO BACK

BF BOTH FACES

BLDG BUILDING

BM BEAM

BOS BOTTOM OF STEEL

BOT BOTTOM

BPL BASE PLATE

BRDG BRIDGING

BRG BEARING

BS BOTH SIDES

BTWN BETWEEN

C TO C CENTER TO CENTER

C/C CENTER TO CENTER

CANT CANTILEVER

CF CUBIC FEET

CFRP CARBON-FIBER-REINFORCED POLYMER

CHFR CHAMFER

CIP CAST-IN-PLACE

CJ CONTROL JOINT

CJP COMPLETE JOINT PENETRATION

CL CENTER LINE

CLR CLEAR

CLSM CONTROLLED LOW STRENGTH MATERIALS

CMU CONCRETE MASONRY UNIT

CO CLEAN OUT

COL COLUMN

COMPR COMPRESSION

CONC CONCRETE

CONN CONNECTION

CONST CONSTRUCTION

CONT CONTINUOUS

CONTR CONTRACTOR

COORD COORDINATE

COR CONTRACTING OFFICER'S REPRESENTATIVE

CY CUBIC YARD

D DEPTH

db REINFORCING BAR DIAMETER

DBA DEFORMED BAR ANCHOR

DBL DOUBLE

DEMO DEMOLITION

DEP DEPRESSED or DEPRESSION

DIA DIAMETER

DIAG DIAGONAL

DIM DIMENSION

DL DEAD LOAD

DN DOW N

DTL DETAIL

DWG(S) DRAWING(S)

DWLS DOW ELS

(E) EXISTING

EA EACH

EE EACH END

EF EACH FACE

EJ EXPANSION JOINT

EL ELEVATION

ELECT ELECTRIC or ELECTRICAL

ELEV ELEVATOR

EMBED EMBEDMENT

EOD EDGE OF DECK

EOS EDGE OF SLAB

EQ EQUAL

EQUIP EQUIPMENT

ES EACH SIDE

EST ESTIMATE

ETC ETCETERA

EW EACH WAY

EXIST EXISTING

EXP JT EXPANSION JOINT

EXT EXTERIOR

FA FALL ARREST ANCHOR

FD FLOOR DRAIN

FDN FOUNDATION

FIN FINISH or FINISHED

FLG FLANGE

FLR FLOOR

FOB FACE OF BUILDING

FOW FACE OF WALL

FP FIRE PROTECTION

FRP FIBER REINFORCING POLYMER

FT FOOT or FEET

FTG FOOTING

GA GAGE or GAUGE

GALV GALVANIZED

GC GENERAL CONTRACTOR

GR GRADE

H HIGH

HCA HEADED CONCRETE ANCHOR

HGR HANGER

HK HOOK

HORZ HORIZONTAL

HP HIGH POINT

HPC HIGH PERFORMANCE COATING

HS HIGH STRENGTH

HSA HEADED SHEAR ANCHOR

HT HEIGHT

HVAC HEATING, VENTILATING, AND AIR CONDITIONING

ID INSIDE DIAMETER

IF INSIDE FACE

IN INCH

INCL INCLUDED

INFO INFORMATION

INT INTERIOR

INV INVERT

IP INFLECTION POINT

JF JOINT FILLER

JST JOIST

JT JOINT

K KIPS (1000 POUNDS)

KB KNEE BRACE

KN KILONEWTON

KOP KNOCK OUT PANEL

KPa KILOPASCAL

KSF KIPS PER SQUARE FOOT

KSI KIPS PER SQUARE INCH

l LITER

L LENGTH

LB(S) POUND(S)

Ld REINF BAR DEVELOPMENT LENGTH

LE LEFT END

LL LIVE LOAD

LLH LONG LEG HORIZONTAL

LLV LONG LEG VERTICAL

LP LOW POINT

LTWT LIGHT WEIGHT

MANUF MANUFACTURE(R)

MAS MASONRY

MATL MATERIAL

MAX MAXIMUM

MC MOMENT CONNECTION

MECH MECHANICAL

MEP MECH, ELECT AND PLUMB

MEZZ MEZZANINE

MID MIDDLE

MIN MINIMUM

MISC MISCELLANEOUS

MPa MEGAPASCAL

MTL METAL

N NORTH

N NEWTON

(N) NEW

NIC NOT IN CONTRACT

NLWT NORMAL WEIGHT

NOM NOMINAL

No. or # NUMBER

NTS NOT TO SCALE

OC ON CENTER

OD OUTSIDE DIAMETER

OF OUTSIDE FACE

OPNG OPENING

OPP OPPOSITE or OPPOSITE HAND

PC PILE CAP

P/C PRECAST CONCRETE

PEN PENETRATION

PJF PREFABRICATED JOINT FILLER

PJP PARTIAL JOINT PENETRATION

PL PROPERTY LINE

PLUMB PLUMBING

PROJ PROJECTION

PS PRESTRESSED

PSF POUND PER SQUARE FOOT

PSI POUND PER SQUARE INCH

PT POST-TEN

R RISER or RADIUS

RAD RADIUS

RE RIGHT END

REBAR REINFORCING STEEL BARS

REF REFERENCE

REINF REINFORCEMENT or REINFORCING

REQD REQUIRED

REV REVISION

RFI REQUEST FOR INFORMATION

RTU ROOF TOP UNIT

SC SLIP CRITICAL

SCHED SCHEDULE

SDI STEEL DECK INSTITUTE

SDL SUPERIMPOSED DEAD LOAD

SEC SECTION

SHT SHEET

SIM SIMILAR

SJI STEEL JOIST INSTITUTE

SK SKETCH

SLV SLEEVE

SOG SLAB-ON-GRADE

SPEC SPECIFICATION

SQ SQUARE

SS STAINLESS STEEL

STAG STAGGERED

STD STANDARD

STIF STIFFENER

STIR STIRRUPS

STL STEEL

STRUC STRUCTURAL

SUPP SUPPORT

SW SHEAR WALL

SYMM SYMMETRICAL or SYMMETRY

T TREAD

T/ TOP OF

TB THROUGH BOLT

T&B TOP AND BOTTOM

TEMP TEMPORARY

THK THICK or THICKNESS

THRU THROUGH

TMS THE MASONRY SOCIETY

TOC TOP OF CONCRETE

TOF TOP OF FOOTING

TOL TOLERANCE

TOS TOP OF SLAB

TYP TYPICAL

UON UNLESS OTHERW ISE NOTED

V VERTICAL

VERT VERTICAL

VR VAPOR RETARDER

VIF VERIFY IN FIELD

W WIDTH

W/ WITH

W/C WATER-CEMENTITIOUS MATL RATIO

W/O WITHOUT

WD WOOD

WP WATERPROOFING

WP WORK POINT

WS WATERSTOP

WT WEIGHT

WW R WELDED W IRE REINF

ABBREVIATIONS

V=XX k V=XX k

BEAM SIZE

NUMBER OF SHEAR STUDS

CAMBER

MOMENT CONNECTION

FACTORED VERTICAL

SHEAR REACTION

BRACE ABOVE

BRACE BELOW

T/STL 0'-0"

TOP OF STEEL RELATIVE

TO DATUM ELEVATION

FACTORED MOMENT

REACTION

M=XX k-ft

ASTERISK INDICATES

BEAM IS TO RECEIVE

FIREPROOFING

W X* (X) C=X"

HSS8X8X3/8

BP1

[X' - XX"]

P24

STEEL COLUMN SIZE

CONC PEDESTAL MARK

W X (A,B,C,D) C=X"

SHEAR STUD CALLOUT

FOR BEAMS WITH

MULTIPLE SEGMENTS

X'-X"

T/CONC UNLESS NOTED OTHERWISE. TARGET

ELEVATIONS WITHOUT LEADERS INDICATE

LEVEL PLANES. TARGET ELEVATIONS W ITH

LEADERS INDICATE ELEVATIONS OF WORK

POINTS.

BASE PLATE MARK

DX+X

ONE-W AY DECK OR SLAB

SPAN

DIRECTION

LEGEND

ANNOTATIONS

STEEL BEAMS, COLUMNS, BRACES

FOUNDATIONS

A B C D

DISCONTINUOUS COLUMN.

BEAM RUNS UNDER OR OVER

B/BASE PLATE EL

SOG REINFORCEMENT AT

DISCONTINUOUS JOINTS

x

"x" INDICATES FULL DEPTH

SHEAR TAB CONNECTION

SEE A5/S-505 AND B5/S-505

A

B

C

D

1 2 3 4 5

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW CHK

SATISFACTORY TO DATE 10/27/2021

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

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EPROJECT NO.:

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DRAWFORM REVISION: 10 MARCH 2009

<<PM-DM>> MDR/MLR

BRANCH MANAGER CA

CHIEF ENG/ARCH TC

FIRE PROTECTION JG

1100 NORTH GLEBE ROAD

SUITE 500

ARLINGTON, VIRGINIA 22201

571.218.1000

FAX: 571.218.1600

AS NOTED

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PR

N40080-21-R-3502

BUILDING COMPONENTS & CLADDING WIND PRESSURE (PSF)

AREA ZONE

EFFECTIVE WIND AREA (SF)

PARAPET

ROOF

WALL

1'

+ 150 / - 91 + 121 / - 81

+ 16 / - 37 + 16 / - 63 + 16 / - 84

+ 16 / - 114 + 39 / - 43 + 39 / - 53

+110 / - 74 + 97 / - 69

+ 16 / - 37 + 16 / - 50 + 16 / - 66 + 16 / - 78 + 33 / - 37 + 33 / - 42

+ 138 / - 86 + 114 / - 78

+ 16 / - 37 + 16 / - 59 + 16 / - 78

+ 16 / - 103 + 37 / - 42 + 37 / - 50

+ 122 / - 79 + 104 / - 73

+ 16 / - 37 + 16 / - 54 + 16 / - 71 + 16 / - 89 + 35 / - 39 + 35 / - 45

10 20 50 100

BUILDING SNOW DRIFT SURCHARGE LOADS (PSF)

LOAD TYPE HATCH SNOW DRIFT SURCHARGE

MAX MIN A

PARAPET

A

MIN DRIFT

SURCHARGE

MAX DRIFT

SURCHARGE

16 0 7'-3"

STAIRWELL/

SCREENWALL 54 0 12'-6"

FIRST FLOOR LOAD PLAN SECOND FLOOR LOAD PLAN SNOW DRIFT MAP

ROOF LOAD PLAN

FIRST FLOOR LOAD PLAN LEGEND

HATCH AREA SDL (PSF) LIVE LOAD (PSF)

50 250SHIPPING & RECEIVING

20 100WORKSHOP & ASSEMBLY

20 100CORRIDORS

50 150ARMS VAULT & MAINTENANCE

50 250STORAGE AREA

50 100MECHANICAL ROOM

10 100STAIRWELL

45 75TOILET ROOMS

SECOND FLOOR LOAD PLAN LEGEND

HATCH AREA SDL (PSF) LIVE LOAD (PSF)

20 100BREAK ROOM

30 100TRAINING & ASSEMBLY

30 80CORRIDORS

50 100CONTROLLED SPACE

30 65*

50 150MECHANICAL ROOM

10 100STAIRWELL

45 75TOILET ROOMS

OFFICE & ADMINISTRATION

COMMUNICATIONS ROOMS 50 150

ROOF LOAD PLAN LEGEND

HATCH AREA SDL (PSF) LIVE LOAD (PSF)

15 20ROOF

20 40ROOFTOP EQUIPMENT PLATFORM

5 100STAIRWELL

WIND LOAD MAP SECOND FLOOR T/STEEL

ROOF T/STEEL

FIRST FLOOR

5 5

NOTE:

1. DRIFT ZONES OVERLAP AT SHADED AREAS. THE MOST

CONSERVATIVE LOAD APPLIES WHERE DRIFT ZONES OVERLAP.

NOTE:

1. THE CORNER ZONE DIMENSION THAT DEFINES THE WIDTH OF ZONES 1, 2,

3, AND 5 IS 17'

2. POSITIVE VALUES INDICATE PRESSURE TOWARDS THE SURFACE AND

NEGATIVE VALUES INDICATE PRESSURE AWAY FROM THE SURFACE.

3. SEE W IND DESIGN CRITERIA IN GENERAL NOTES FOR AWNINGS AND

CANOPIES.

MAJOR EQUIP LOADS

MARK EQUIP. DESIGNATION LOAD

5.9 KIPDOAS-11

.7 KIPAHU-12

.8 KIPAHU-23

NOTE: * INCLUDES A 15 PSF PARTITION LOAD

50 125SCREENW ALL

2 KIPTROLLEY HOIST4

2 KIPJIB CRANE5

.5 KIPBOILER6

.7 KIPEXPANSION TANK7

G

H

I

8.9 6.8 4.9 4.4 3.8 3.1 2.5 2.05

G1

J

G

H

I

8.9 6.8 4.9 4.4 3.8 3.1 2.5 2.05

G1

J

G

H

I

8.9 6.8 4.9 4.4 3.8 3.1 2.5 2.05

G1

J

G

H

I

8.9 6.8 4.9 4.4 3.8 3.1 2.5 2.05

G1

J

G

H

I

8.9 6.8 4.9 4.4 3.8 3.1 2.5 2.05

G1

1'12

3 2

J

A

B

C

D

1 2 3 4 5

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW CHK

SATISFACTORY TO DATE 10/27/2021

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

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<<PM-DM>> MDR/MLR

BRANCH MANAGER CA

CHIEF ENG/ARCH TC

FIRE PROTECTION JG

1100 NORTH GLEBE ROAD

SUITE 500

ARLINGTON, VIRGINIA 22201

571.218.1000

FAX: 571.218.1600

AS NOTED

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8.9 6.8 4.9 4.4 3.8 3.1 2.5 2.05

F

A1

SD301

A2

SD301

T/EXISTING WALL FOUNDATION -2' - 8"

T/EXISTING SLAB 0' - 0"

5 5

20' - 9 1/4" 23' - 11" 20' - 10" 13' - 7" 7' - 8" 21' - 8" 21' - 6 7/8"

A3

SD301

N

A

B

C

D

1 2 3 4 5

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW CHK

SATISFACTORY TO DATE 10/27/2021

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

OF

EPROJECT NO.:

A

B

C

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D E P A R T M E N T

O F

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DRAWFORM REVISION: 10 MARCH 2009

<<PM-DM>> MDR/MLR

BRANCH MANAGER CA

CHIEF ENG/ARCH TC

FIRE PROTECTION JG

1100 NORTH GLEBE ROAD

SUITE 500

ARLINGTON, VIRGINIA 22201

571.218.1000

FAX: 571.218.1600

AS NOTED

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1/8" = 1'-0"A1 FIRST FLOOR DEMOLITION PLAN

GENERAL NOTES

GRAPHIC SCALE(S)

KEY PLAN

DEMOLITION KEYED NOTES

GRAPHIC SCALE 1/8" = 1'-0"

24'4' 8' 16'

1 NO SCOPE WITHIN EXISTING STRUCTURE

BEYOND BREAK LINE

2 EXISTING 8" THK MASONRY WALL TO REMAIN

3 EXISTING 12" THK MASONRY WALL TO REMAIN

4 EXISTING WALL FOUNDATION TO REMAIN

5 REMOVE EXISTING KNOCKOUT PANEL. REFER TO

ARCHITECTURAL DRAWINGS FOR EXACT

LOCATION AND TEMPORARY ENCLOSURES TO

PROHIBIT CONSTRUCTION DEBRIS.

6 REMOVE CMU STEM WALL SUPPORTING

MASONRY VENEER TO EXISTING FOOTING,

REFER TO ARCH FOR EXTENT OF MASONRY

VENEER REMOVAL

A. DO NOT DAMAGE ADJACENT FINSHES OR STRUCTURE WHEN REMOVING

EXISTING BUILDING COMPONENTS.

B. THE WORK IS AT A CRITICAL FACILITY W HICH MUST REMAIN

OPERATIONAL 24-HOURS, 7-DAYS A W EEK. DO NOT INTERFERE WITH OR

DISRUPT FACILITY OPERATIONS. PROTECT SPACES IN EXISTING

FACILITY AND OPERATIONAL SENSITIVE EQUIPMENT FROM DAMAGE,

INCLUDING BUT NOT LIMITED TO: DUST, DEBRIS, VIBRATIONS, ODORS

AND WATER. EXISTING FACILITY MUST REMAIN AIR AND WATER TIGHT;

SEAL EXTERIOR PENETRATIONS IMPACTED BY THE SCOPE OF WORK.

C. NO POWER OUTAGE DISRUPTION ARE PERMITTED DURING THE W ORK

EXCEPT FOR ONE (1) POW ER OUTTAGE. THE POWER OUTTAGE MUST

BE NO MORE THAN FOUR (4) HOURS, SCHEDULED SIX (6) MONTHS IN

ADVANCE W ITH CONTRACTING OFFICER TO CONNECT THE PHASE II

POWER SYSTEM TO THE PHASE I SWITCHBOARD. A MAXIMUM OF SIX (6)

HOURS MAY BE PERMITTED IF PROVEN NECESSARY AND APPROVED

BY THE CONTRACTING OFFICER. THE PERMITTED POWER OUTTAGE

MUST BE SCHEDULED BETW EEN 0000 HOURS LOCAL TO 0400 HOURS

LOCAL OR 0600 HOURS LOCAL IF ALLOWED BY THE CONTRACTING

OFFICER.

D. POWER MAY NOT BE INTERRUPTED, WITH THE EXCEPTION OF ONE,

REFER TO GENERAL NOTE C.

E. THE EXISTING FACILITY IS A RESTRICTED ACCESS AREA W ITH SEVERAL

SPACES ROUTINELY OPERATE WITH SENSITIVE INFORMATION. ACCESS

TO PERFORM WORK IN RESTRICTED ACCESS AREA WILL BE LIMITED TO

SUCCESSFULLY CLEARED PERSONNEL AND TO SPECIFIC TIMES

ESTABLISHED BY THE GOVERNMENT. COORDINATE WITH COR AND

PROVIDE NOTIFICATION NOT LESS THAN [[## HOURS] [##DAYS]] PRIOR TO

PERFORMING W ORK. NOTIFICATION MUST INCLUDE BUT NOT LIMITED TO

THE EXACT TIME, DATE, HOURS OF W ORK, SPECIFIC AREAS OF THE

BUILDING IN WHICH WORK IS TO BE PERFORMED AND IDENTIFICATION

OF THE CLEARED CONTRACTING STAFF THAT WILL PERFORM THE

WORK. LIMIT THE PRESENCE OF PERSONNEL IN AND ADJACENT TO

RESTRICTED ACCESS AREA AND MUST REGULATE AND COORDINATE

THE WORK.

F. CONSTRUCTION AREAS AND AREAS AFFECTED BY THE SCOPE OF

WORK, MUST BE CLEANED DAILY AND IN GOOD WORKING ORDER TO

SATISFACTION OF COR PRIOR TO [##:## [AM] [PM]].

G. PROVIDE TEMPORARY UTILITIES FOR

CONSTRUCTION EQUIPMENT REQUIREMENTS. NO UTILITY

INTERRUPTIONS OF THE PHASE I FACILITY ARE PERMITTED, REFER TO

GENERAL NOTE C. REFER TO SPECIFICATIONS IN DIVISION 1 FOR

ADDITIONAL REQUIREMENTS.

H. JADOC I BUILDING WAS COMPLETED IN 2014 PER "RECORD DOCUMENTS"

ISSUED ON MARCH 14TH, 2014. NO HAZMAT MATERIAL IS ANTICIPATED

TO BE ENCOUNTERED DURING DEMOLITION W ORK.

M

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F

A1

SD301

A2

SD301

20' - 9 1/4" 23' - 11" 20' - 10" 13' - 7" 7' - 8" 21' - 8" 21' - 6 7/8"

A3

SD301

N

A

B

C

D

1 2 3 4 5

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW CHK

SATISFACTORY TO DATE 10/27/2021

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

OF

EPROJECT NO.:

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DRAWFORM REVISION: 10 MARCH 2009

<<PM-DM>> MDR/MLR

BRANCH MANAGER CA

CHIEF ENG/ARCH TC

FIRE PROTECTION JG

1100 NORTH GLEBE ROAD

SUITE 500

ARLINGTON, VIRGINIA 22201

571.218.1000

FAX: 571.218.1600

AS NOTED

1 2 3 4 5

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1/8" = 1'-0"A1 SECOND FLOOR DEMOLITION PLAN

GENERAL NOTES

GRAPHIC SCALE(S)

KEY PLAN

DEMOLITION KEYED NOTES

GRAPHIC SCALE 1/8" = 1'-0"

24'4' 8' 16'

1 REMOVE EXISTING KNOCKOUT PANEL. REFER TO

ARCHITECTURAL DRAWINGS FOR EXACT

LOCATION AND TEMPORARY ENCLOSURES TO

PROHIBIT CONSTRUCTION DEBRIS.

2 NO SCOPE WITHIN EXISTING STRUCTURE

BEYOND BREAK LINE

3 EXISTING 12" THK MASONRY WALL TO REMAIN

4 EXISTING 8" THK MASONRY WALL TO REMAIN

A. DO NOT DAMAGE ADJACENT FINSHES OR STRUCTURE WHEN REMOVING

EXISTING BUILDING COMPONENTS.

B. THE WORK IS AT A CRITICAL FACILITY W HICH MUST REMAIN

OPERATIONAL 24-HOURS, 7-DAYS A W EEK. DO NOT INTERFERE WITH OR

DISRUPT FACILITY OPERATIONS. PROTECT SPACES IN EXISTING

FACILITY AND OPERATIONAL SENSITIVE EQUIPMENT FROM DAMAGE,

INCLUDING BUT NOT LIMITED TO: DUST, DEBRIS, VIBRATIONS, ODORS

AND WATER. EXISTING FACILITY MUST REMAIN AIR AND WATER TIGHT;

SEAL EXTERIOR PENETRATIONS IMPACTED BY THE SCOPE OF WORK.

C. NO POWER OUTAGE DISRUPTION ARE PERMITTED DURING THE W ORK

EXCEPT FOR ONE (1) POW ER OUTTAGE. THE POWER OUTTAGE MUST

BE NO MORE THAN FOUR (4) HOURS, SCHEDULED SIX (6) MONTHS IN

ADVANCE W ITH CONTRACTING OFFICER TO CONNECT THE PHASE II

POWER SYSTEM TO THE PHASE I SWITCHBOARD. A MAXIMUM OF SIX (6)

HOURS MAY BE PERMITTED IF PROVEN NECESSARY AND APPROVED

BY THE CONTRACTING OFFICER. THE PERMITTED POWER OUTTAGE

MUST BE SCHEDULED BETW EEN 0000 HOURS LOCAL TO 0400 HOURS

LOCAL OR 0600 HOURS LOCAL IF ALLOWED BY THE CONTRACTING

OFFICER.

D. POWER MAY NOT BE INTERRUPTED, WITH THE EXCEPTION OF ONE,

REFER TO GENERAL NOTE C.

E. THE EXISTING FACILITY IS A RESTRICTED ACCESS AREA W ITH SEVERAL

SPACES ROUTINELY OPERATE WITH SENSITIVE INFORMATION. ACCESS

TO PERFORM WORK IN RESTRICTED ACCESS AREA WILL BE LIMITED TO

SUCCESSFULLY CLEARED PERSONNEL AND TO SPECIFIC TIMES

ESTABLISHED BY THE GOVERNMENT. COORDINATE WITH COR AND

PROVIDE NOTIFICATION NOT LESS THAN [[## HOURS] [##DAYS]] PRIOR TO

PERFORMING W ORK. NOTIFICATION MUST INCLUDE BUT NOT LIMITED TO

THE EXACT TIME, DATE, HOURS OF W ORK, SPECIFIC AREAS OF THE

BUILDING IN WHICH WORK IS TO BE PERFORMED AND IDENTIFICATION

OF THE CLEARED CONTRACTING STAFF THAT WILL PERFORM THE

WORK. LIMIT THE PRESENCE OF PERSONNEL IN AND ADJACENT TO

RESTRICTED ACCESS AREA AND MUST REGULATE AND COORDINATE

THE WORK.

F. CONSTRUCTION AREAS AND AREAS AFFECTED BY THE SCOPE OF

WORK, MUST BE CLEANED DAILY AND IN GOOD WORKING ORDER TO

SATISFACTION OF COR PRIOR TO [##:## [AM] [PM]].

G. PROVIDE TEMPORARY UTILITIES FOR

CONSTRUCTION EQUIPMENT REQUIREMENTS. NO UTILITY

INTERRUPTIONS OF THE PHASE I FACILITY ARE PERMITTED, REFER TO

GENERAL NOTE C. REFER TO SPECIFICATIONS IN DIVISION 1 FOR

ADDITIONAL REQUIREMENTS.

H. JADOC I BUILDING WAS COMPLETED IN 2014 PER "RECORD DOCUMENTS"

ISSUED ON MARCH 14TH, 2014. NO HAZMAT MATERIAL IS ANTICIPATED

TO BE ENCOUNTERED DURING DEMOLITION W ORK.

M

AR

K D

ES

C

R

IP

TI

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AP

FIRST FLOOR

0' - 0"

F

REMOVE EXISTING

KNOCK-OUT PANEL

BELOW EXISTING

STEEL LINTEL BEAM

REMOVE EXISTING

KNOCK-OUT PANEL

BELOW EXISTING

STEEL LINTEL BEAM

EXISTING SLAB ON

GRADE

EXISTING SLAB ON

METAL DECK

EXISTING METAL

ROOF DECK

SECOND FLOOR

T/STEEL LINTEL BEAM

24' - 10"

0"

VI

F)

T/EXISTING CONC SLAB

ON METAL DECK

12' - 10"

FIRST FLOOR T/STEEL

LINTEL BEAM

10' - 8"

8"

VI

F)

FIRST FLOOR

0' - 0"

F

REMOVE EXISTING

KNOCK-OUT PANEL

BELOW EXISTING

STEEL LINTEL BEAM

REMOVE EXISTING

KNOCK-OUT PANEL

BELOW EXISTING

STEEL LINTEL BEAM

EXISTING METAL

ROOF DECK

EXISTING SLAB ON

METAL DECK

EXISTING SLAB ON

GRADE

SECOND FLOOR

T/STEEL LINTEL BEAM

24' - 10"

8"

VI

F)

0"

VI

F)

RAISED ACCESS FLOOR

T/EXISTING CONC SLAB

ON METAL DECK

12' - 10"

FIRST FLOOR T/STEEL

LINTEL BEAM

10' - 8"

[-2' - 0"]

FIRST FLOOR

0' - 0"

F

REMOVE EXISTING

KNOCK-OUT PANEL

BELOW EXISTING

STEEL LINTEL BEAM

EXISTING METAL

ROOF DECK

EXISTING SLAB ON

METAL DECK

EXISTING SLAB ON

GRADE

8"

VI

F)

RAISED ACCESS FLOOR

T/EXISTING CONC SLAB

ON METAL DECK

12' - 10"

FIRST FLOOR T/STEEL

LINTEL BEAM

10' - 8"

A

B

C

D

1 2 3 4 5

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW CHK

SATISFACTORY TO DATE 10/27/2021

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

OF

EPROJECT NO.:

A

B

C

D

D E P A R T M E N T

O F

TH

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N A V Y

N A V A L

F A C

IL

IT

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S

E N G

IN

E E R

IN

G

C O M M A N D

DRAWFORM REVISION: 10 MARCH 2009

<<PM-DM>> MDR/MLR

BRANCH MANAGER CA

CHIEF ENG/ARCH TC

FIRE PROTECTION JG

1100 NORTH GLEBE ROAD

SUITE 500

ARLINGTON, VIRGINIA 22201

571.218.1000

FAX: 571.218.1600

AS NOTED

1 2 3 4 5

FOUO

FOUO

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SD301

30281

W

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O N D

.C

13134550

1673850

TJH BB AMP

DE

M O

LI

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O N S

EC

TI

O N S

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IN

T B

AS

E

AN

AC

O

ST

IA

B O

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IN

G

P-

JA

D

O C

P H

AS

E

II

N A

VA

L

FA

C

IL

IT

IE

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EN

G

IN

E

ER

IN

G C

O M

M

AN

D , W

AS

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IN

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TO

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AS

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IN

GT

O N D

.C

TH

E

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AV

Y

YA

RD

1/4" = 1'-0"A1 EAST KNOCK OUT W ALL SECTION

1/4" = 1'-0"A2 W EST KNOCK OUT W ALL SECTION 0

GRAPHIC SCALE 1/4" = 1'-0"

2' 4' 8' 12'

1/4" = 1'-0"A3 W EST KNOCK OUT W ALL SECTION

A. REFER TO AS-BUILTS (VIF) AND ARCH FOR KNOCK-OUT PANEL

LOCATIONS AND DIMENSIONS.

B. SEE GENERAL NOTES ON DRAWING SHEET SD101 AND SD102.

GRAPHIC SCALE(S)

GENERAL NOTES

M

AR

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ES

C

R

IP

TI

O

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AT

E

AP

F8x8 F8x8 F8x8 F8x8

F5x5F5x5

F8x8

F5x5 F5x5

F8x8

F8x8 F8x8

F5x5

4 3

/8" 20

8 3 /8"

C1 S-301

G

H

I

8.9 6.8 4.9 4.4 3.8 3.1 2.5 2.05

G1

23' - 11" 20' - 10" 13' - 7" 7' - 8" 21' - 8" 21' - 6 7/8"

6"

3"

6"

F8x8 F8x8 F8x8 F8x8 F8x8

F8x8F8x8

TYP3TYP4

C4 S-301

CIP8

CIP8

MW 8-2

MW 8-3

MW 8-3

MW12

S-201 C1

20' - 9 1/4"

B1 S-502

S-202 A1

A1 S-510

B2 S-502

A2 S-301

WF1x3

WF1x4

WF1x3

WF1x4

WF1x4

WF1x4

WF1x4

C2 S-301

C3 S-301

MW6

6' - 0"

3' - 0"

WF1x3

WF1x4

A1 S-301

CJ TYP

WF1x4

CIP8

CIP8

J

6"

TYP7

TYP7

WF1x4

WF1x4

A3 S-301

WF1x4 [ -4' - 0" ]

TYP8 TYP8

2' - 11 3/4"7' - 5 1/4"10' - 7 1/4"

9 9

9 ABOVE EDGE OF OPNG

2'

- 8

0 3

/8"

1'

- 1

0"

2"

8"

11' - 4"

2'

- 8

0 3

/8"

2' - 0" 5' - 3 1/4"

6'

- 3

5'

- 5

5' - 4 1/4"

5' - 4 1/4"

S-201 C3

S-201 A1

BP1 UON

BP4

MW 8-2 MW 8-2

MW 8-2

MW 8-3

CIP8

3 3

BP5 BP5

[-0' - 6 1/2"] [-0' - 6 1/2"] P2 P2

11 TYP

4'

- 2

13' - 6 1/4" 11' - 1 7/8"

3' - 4" 5' - 7 1/4"

4'

- 0

7'

- 6 1/

2"16' - 5 1/4"

A1 S-511

1' - 6 1/4"

B16

B1

B16

B1

B16

SO

UT

H

OF

G

RI

D G1

6'

- 0

" M

AX

PI

LE

S

PA

CI

NG

NO

RT

H

OF

G

RI

D G1

8'

- 0

" M

AX

PI

LE

S

PA

CI

NG

AL

ON

G

TH

IS

W

AL

L O

NL

Y

9'

- 0

" M

AX

P

ILE

S

PA

CI

NG

UO

N

16 TYP

BAR GRATING SCHEDULE

CONCRETE PEDESTAL SCHEDULE

WALL FOOTING SCHEDULE

MASONRY WALL SCHEDULE

STEEL BASEPLATE SCHEDULE

STEEL DECKING SCHEDULE

COLUMN FOOTING SCHEDULE

CONCRETE BEAM SCHEDULE

CAST-IN-PLACE CONCRETE WALL SCHEDULE..

FOR SEE

/B1 S-507 /A3 S-501 /A1 S-502

/B1 S-501

/C1 S-501 /A1 S-507

/B1 S-504

/B4 S-508

/C4 S-504

N

A

B

C

D

1 2 3 4 5

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW CHK

SATISFACTORY TO DATE 10/27/2021

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

OF

EPROJECT NO.:

A

B

C

D

D E P A R T M E N T

O F

TH

E

N A V Y

N A V A L

F A C

IL

IT

IE

S

E N G

IN

E E R

IN

G

C O M M A N D

DRAWFORM REVISION: 10 MARCH 2009

<<PM-DM>> MDR/MLR

BRANCH MANAGER CA

CHIEF ENG/ARCH TC

FIRE PROTECTION JG

1100 NORTH GLEBE ROAD

SUITE 500

ARLINGTON, VIRGINIA 22201

571.218.1000

FAX: 571.218.1600

AS NOTED

1 2 3 4 5

FOUO

FOUO

Approved by AFCEC via email

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13134551

1673850

TJH VEC AMP

FI

RS

T

FL

O O R

AN

D

FO

U N

DA

TI

O N P

LA

N

JO

IN

T B

AS

E

AN

AC

O

ST

IA

B O

LL

IN

G

P-

JA

D

O C

P H

AS

E

II

N A

VA

L

FA

C

IL

IT

IE

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EN

G

IN

E

ER

IN

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O M

M

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D , W

AS

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IN

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TO

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O N D

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RD

1/8" = 1'-0"A1 STRUCTURAL PLAN - FIRST FLOOR

1 EXISTING 8" THK MASONRY WALL.

2 EXISTING STRIP FOOTING UNDER EXISTING 8" MASONRY WALL.

3 HSS 8X8X3/8 COLUMN

4 24" SQUARE CONCRETE FOOTING PEDESTAL

5 9 1/2" EXPANSION JOINT, SEE ARCH

6 4" EXPANSION JOINT, SEE ARCH

7 PROVIDE (2) 3'-0" LONG #4 TOP BARS AT RE-ENTRANT CORNERS OF SLAB

8 6" THK CONCRETE SLAB #4 BARS AT 18" OC EW

9 MASONRY CONTROL JOINT @ NORTH WALL, SEE ELEVATIONS ON S-201 FOR

OTHER CONTROL JOINT LOCATIONS

10 FIELD VERIFY STEP FOOTING TO EXISTING JADOC I FOUNDATION

11 3" DEPRESSED SLAB SEE ARCH FOR LOCATION AND EXTENTS

12 INTERIOR EQUIPMENT PAD. COORD SIZE AND DETAIL WITH MEP AND

A4/S-503

13 EXTERIOR EQUIPMENT PAD. COORD SIZE AND DETAIL WITH MEP AND

A3/S-503

14 COORD DOOR ROUGH OPENING WITH ARCH AND DOOR MANUFACTURER

15 PROVIDE THICKENED SLAB UNDER NON-LOAD BEARING CMU WALL

16 PILE FOUNDATION. SEE S-510.

17 ANCHOR STORAGE RACKS TO CIP WALL FROM OVERTURNING WITH MIN (6)

1/2" DIA EXPANSION ANCHORS PER RACK. MIN 2 3/8" NOMINAL EMBEDMENT.

BASIS OF DESIGN IS THE HILTI KWIK BOLT TZ. SEE INTERIORS

18 COORD RECESSED FLOOR BOXES WITH ELECTRICAL. PROVIDE MIN 3"

COVER BELOW RECESSED FLOOR BOX IN SOG.

19 6" THK CONCRETE SLAB #4 BARS AT 9" OC EW

A. TOP OF SLAB ELEVATION IS 0'-0" UNLESS OTHERW ISE NOTED.

B. TOP OF COLUMN FOOTING ELEVATION IS [-3'-0"] UNLESS OTHERWISE NOTED.

C. TOP OF FOOTING PEDESTAL EL IS [-0'-6"] UNLESS OTHERWISE NOTED.

D. TOP OF WALL FOOTING EL IS [-2'-8"] UNLESS OTHERWISE NOTED.

E. INTERIOR CAST IN PLACE CONCRETE WALL FOOTINGS ARE CENTERED

UNDER THE KNEE WALL UNLESS OTHERWISE NOTED.

F. EXTERIOR MASONRY AND CAST IN PLACE CONCRETE WALL FOOTINGS ARE

CENTERED UNDER THE KNEE WALL UNLESS OTHERWISE NOTED.

G. SPREAD FOOTINGS AND FOOTING PEDESTALS ARE CENTERED ON COLUMN

LINES UNLESS OTHERWISE NOTED.

H. CMU WALLS TYPE MW8-1 UNLESS OTHERWISE NOTED.

I. PILE SPACING SHOW N IS CONCEPTUAL ONLY. DETERMINE ACTUAL SPACING

AS PART OF DELEGATED PILE DESIGN. SPACING MAY NOT EXCEED

MAXIMUM SHOW N.

GRAPHIC SCALE 1/8" = 1'-0"

24'4' 8' 16'

GENERAL NOTES

GRAPHIC SCALE(S)

KEY PLAN

KEYED NOTES

LEGEND

# M

AR

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C

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A5 S-301

OPEN

STAIR

OPEN

STAIR

2" 1'

- 1 0"

C1 S-301

G

H

I

8.9 6.8 4.9 4.4 3.8 3.1 2.5 2.05

G1

D2 + 4.5

C4 S-301

TYP1

W16X26 (24) W16X26 (21) W16X26 (22) W16X26 (28)

W18X35 (24) W18X35 (21) W18X35 (14) W21X50 (60)

W18X46 (24) W18X35 (21) W18X35 (22) W18X35 (22)

W18X35 (24) W18X35 (22) W18X35 (21) W18X35 (21)

W

X2

(1 5)

W

X1

(1 4)

W

X1

(1 4)

W

X1

(1 4)

W

X3

(2 3)

W

X2

(2 2)

W

X2

(2 3)

W

X2

(2 2)

W

X3

(2 3)

W

X2

(2 2)

W

X2

(2 6)

W

X2

(2 7)

W

X2

(2 7)

W

X2

(2 7)

W

X2

(2 7)

W

X3

(2 7)

W

X1

(1 4)

W

X1

(1 4)

W

X2

(2 2)

W

X2

(2 2)

W

X2

(2 6)

W

X2

(2 6)

W

X1

(6

W

X1

(6

W

X2

(2 7)

W

X3

(3 1)

W18X35 (22)

W18X35 (22)

W12X19 (21)

W16X26 (22)

W

X3

(1 5)

W12X19 (20)

W12X19 (20)

W12X19 (14)

W12X19 (6)

W

X2

(2 7)

W

X2

(2 7)

W

X1

(1 4)

W

X1

(1 4)

W

X1

(1 4)

W

X2

(2 2)

W

X2

(2 2)

W

X2

(2 2)

W

X2

(2 6)

W

X2

(2 6)

W

X2

(2 6)

W

X1

(6

W

X1

(6

W

X1

(6

W

X1

(1 4)

W

X1

(1 4)

W

X1

(1 4)

W

X2

(2 2)

W

X2

(2 2)

W

X2

(2 2)

W

X2

(2 6)

W

X2

(2 6)

W

X2

(2 6)

W

X2

(2 7)

W

X2

(2 7)

W

X2

(2 7)

W

X1

(1 4)

W

X1

(1 4)

W

X2

(2 2)

W

X2

(2 2)

W

X2

(2 6)

W

X2

(2 6)

W12X19 (20)

W12X19 (20)

W12X19 (20)

W12X19 (20)

W12X19 (20)

W12X19 (14)

W12X19 (14)

W12X19 (11)

W12X19 (11)

W12X19 (21)

W12X19 (21)

W12X19 (21)

W12X19 (21)

W12X19 (21) W

X1

(7

W

X1

(7

W

X1

(7

W

X1

(7

W

X1

(7

W

X1

(7

W

X1

(7

W

X1

(7

W

X1

(7

W

X1

(7

W

X1

(7

W

X1

(7

W

X1

(7

W

X1

(7

W

X1

(7

W

X1

(7

W

X1

(7

W

X1

(7

W

X1

(6

W

X1

(7

CIP8

CIP8

CIP8

CIP8

CIP8

CIP8

S-201 C1

6"

3"

6"

20' - 9 1/4" 23' - 11" 20' - 10" 13' - 7" 7' - 8" 21' - 8" 21' - 6 7/8"

S-202 A1

W12X19 (21)

W12X19 (21)

W12X19 (21)

W18X46 (28) W12X19 (20)

W12X19 (10)

W12X19 (10)

S-504 A3

S-508 A2

A2 S-301

C2 S-301

W

X2

(2 6)

W

X2

(2 6)

W

X2

(2 6)

D2

.5

D2

.5

D2

.5

L5 X3

-1 /2X

5/1

L5X3-1/2X5/16

L5X3-1/2X5/16

L5 X3

-1 /2X

5/1

L5X3-1/2X5/16L5X3-1/2X5/16

3' - 7 5/8"

4' - 8 5/8"

W

X3

(2 5)

B8 X1

B8 X1

B8 X1

B8 X1

B8 X1

2 B8 X1

B8 X1

B8 X1

TYP3

2' - 0"

L5X3-1/2X5/16

L5X3-1/2X5/16

7 1 /2"

5/

8" 2'

- 8 "2'

- 8

A1 S-301

B4 S-507

B3 S-503

5'

- 7

5'

- 7

3'

- 1

0" 3'

- 1 0"

J

6"

6" THK CONC SLAB.

REFER TO BEAM

SCHEDULE ON

S-504 FOR SLAB

REINF

A3 S-301

4 5

W

X1

(1 4)

L5X3-1/2X5/16

W12X19 (14)

W12X30

W

X3

W

X3

W12X30

W

X3

L5X3-1/2X5/16

L5 X3

-1 /2X

5/1

L5X3-1/2X5/16

B4 S-301

L5X3-1/2X5/16

D2 + 4.5

D2 + 4.5

W

X1

(6

W

X1

(6

C2 S-505L5X3-1/2X5/16

5' - 3 1/4"

6'

- 3

0"

5'

- 5

8'

- 0

7'

- 7

24' - 8"

5' - 0 3/8"

EQ EQ EQ

S-201 C3

S-201 A1 k k k k k k k k k k k k k k k k k k k k k k k k k k k k k k k k k k k k k k k k k k k k k k k k k k k k k k k k k k

32k 32k 24k 24k 30k 30k30k 30k 17k 17k

17k 17k

17k 17k

17k 17k

17k 17k

17k 17k

17k 17k

36k 36k k k k k k k k k k k k k k k k k k k k k k k k k k k

10 1/4"

11' - 4"

18k18k

25k25k

18k18k

18k18k

25k25k

25k25k

25k25k

25k25k

18k18k

18k18k

18k18k

10k10k

10k10k

53k 53k 44k 44k 115k44k 44k 115k

62k 62k 48k 60k 60k48k 60k 60k

38k 38k38k 38k 48k 56k 38k48k 56k 38k

20k 20k

20k 20k

20k 20k

20k 20k

10k 10k

10k 10k k k k k k k k k k k k k

8k 8k

8k 8k

8k 8k

8k 8k

8k 8k

8k 8k

8k 8k

8k 8k

8k 8k

8k 8k

8k 8k

8k 8k

8k 8k

8k 8k

8k 8k

8k 8k

8k 8k

8k 8k

8k 8k

8k 8k

8k 8k

8k 8k

8k 8k

8k 8k

L5 X3

-1 /2X

5/1

3' - 8"2' - 4"

HSS16X8X3/8

S-401 C1

7 7

W

X1

(7

W

X1

(7

8k 8k

8k 8k

8k 8k

W12X19

L5 X3

-1 /2X

5/1

L5X3-1/2X5/16

9 7 /8"

SIM

5'

- 1

0 1 /4"

C2 S-508

C4 S-508 k k k k k k k k k k k k k k k k k k k k k k k k

BAR GRATING SCHEDULE

CONCRETE PEDESTAL SCHEDULE

WALL FOOTING SCHEDULE

MASONRY WALL SCHEDULE

STEEL BASEPLATE SCHEDULE

STEEL DECKING SCHEDULE

COLUMN FOOTING SCHEDULE

CONCRETE BEAM SCHEDULE

CAST-IN-PLACE CONCRETE WALL SCHEDULE..

FOR SEE

/B1 S-507 /A3 S-501 /A1 S-502

/B1 S-501

/C1 S-501 /A1 S-507

/B1 S-504

/B4 S-508

/C4 S-504

N

A

B

C

D

1 2 3 4 5

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW CHK

SATISFACTORY TO DATE 10/27/2021

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

OF

EPROJECT NO.:

A

B

C

D

D E P A R T M E N T

O F

TH

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N A V Y

N A V A L

F A C

IL

IT

IE

S

E N G

IN

E E R

IN

G

C O M M A N D

DRAWFORM REVISION: 10 MARCH 2009

<<PM-DM>> MDR/MLR

BRANCH MANAGER CA

CHIEF ENG/ARCH TC

FIRE PROTECTION JG

1100 NORTH GLEBE ROAD

SUITE 500

ARLINGTON, VIRGINIA 22201

571.218.1000

FAX: 571.218.1600

AS NOTED

1 2 3 4 5

FOUO

FOUO

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S-102 30283

W

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O N D

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13134552

1673850

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SE

C O N D

FL

O O R

FR

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AN

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T B

AS

E

AN

AC

O

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IA

B O

LL

IN

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P-

JA

D

O C

P H

AS

E

II

N A

VA

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FA

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IL

IT

IE

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EN

G

IN

E

ER

IN

G C

O M

M

AN

D , W

AS

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IN

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TO

N

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AS

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IN

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O N D

.C

TH

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YA

RD

1/8" = 1'-0"A1 STRUCTURAL PLAN - SECOND FLOOR

1 HSS 8X8X3/8 COLUMN TYP

2 STAIR, SEE ARCH

3 CONCRETE BEAMS ABOVE ARMS MAINTENANCE AREA AND VAULT

4 SECONDARY CONCRETE SLAB ON METAL DECK BEARING ON STEEL

SHIM BEAMS (SHADED REGION). COORD EXTENTS WITH ARCH

LAYOUT. SECONDARY SLAB IS D1.5+2.5, MAXIMUM SPACING

BETWEEN SHIM BEAMS IS 4'-6". SEE DETAIL D1/S-506. ORIENT SHIM

BEAMS PERPENDICULAR TO MAIN FRAMING BELOW. LOCATE FIRST

AND LAST SHIM BEAMS SO THAT FLANGE ALIGNS WITH EDGE OF

SLAB. T/SECONDARY SLAB ELEV. IS 13'-4".

5 EDGE OF SLAB

6 REFER TO PLUMBING FOR EMBEDDED SLEEVES IN CONC WALL

7 FACTORED DRAG FORCE T = ±47 KIPS

8 FACTORED WEAK AXIS SHEAR FORCE V = 65 KIPS

9 HATCH OPENING, SEE ARCH

10 COORDINATE EXACT LOCATION OF STEEL BEAM WITH ARCH AND

STAIR FABRICATOR

GRAPHIC SCALE 1/8" = 1'-0"

24'4' 8' 16'

A. T/CONC ELEVATION OF PRIMARY SLAB IS 12'-6" UON.

T/CONC ELEVATION OF RAISED SECONDARY SLAB (SHADED AREA) IS 13'-4".

T/RAISED ACCESS FLOOR ELEVATION (UNSHADED AREA) IS 13'-4".

B. T/STEEL ELEV. IS 11'-11 1/2".

C. RAISED ACCESS FLOOR IS 10" ABOVE THE SLAB AT ELEV 13'-4".

COORDINATE LOCATION AND EXTENTS OF SECONDARY CONCRETE SLAB

WITH ARCH.

D. SEE S-101 FOR W ALL TYPES.

GENERAL NOTES

GRAPHIC SCALE(S)

KEY PLAN

KEYED NOTES

LEGEND

M

AR

K D

ES

C

R

IP

TI

O

N D

AT

E

AP

C1 S-301

G

H

I

8.9 6.8 4.9 4.4 3.8 3.1 2.5 2.05

G1

D1.5

SL

OP

E

UP

SL

OP

E

UP

SL

OP

E

UP

SL

OP

E

UP

SL

OP

E

UP

SL

OP

E

UP

SL

OP

E

UP

SL

OP

E

UP

W12X19*

W12X19*

W12X19*

W12X19*

C4 S-301

W16X26 W16X26 W16X26 W16X26

W18X50 W16X26 W16X26

W18X35W21X44W21X44W18X35

W18X35 W21X83 W18X35

W

X2

W

X2

W

X1

W

X1

W

X1

W

X1

W

X1

W16X26

W12X19

W18X35

W16X26 (22)

W

X3

W

X5

W

X3

W

X2

W12X19

W

X2

W12X19

W12X19

W12X19

W

X3

W

X3

W

X3

W

X3

W

X3

W

X2

W

X2

W

X1

W

X1

W

X1

W

X1

W

X1

W

X1

W

X3

W

X3

W

X3

W

X3

W

X3

W

X6

W

X3

W

X3

W

X3

W

X3

W

X3

W

X1

W

X1

W

X1

W

X1

W12X19

W12X19

W12X19

W12X19

W12X19

W12X19

W12X19

W12X19

W12X19

W12X19

W12X19

W12X19 W12X19

W12X19

W12X19

W12X19

W12X19

W18X60 (21)

W16X26 (11)

W

X1

W

X1

W

X1

W

X1

W

X1

W

X1

W

X3

W

X3

W

X1

W

X1

W

X1

W

X1

W

X1

W

X1

W

X1

W

X1

W

X1

W

X1

W

X1

W

X1

W

X1

W

X1

W

X1

W

X1

W

X1

W

X1

W

X1

W

X1

W

X1

W

X1

W

X3

W

X3

W

X3

W

X3

W

X1

W

X1

S-201 C1

6"

3"

6"

20' - 9 1/4" 23' - 11" 20' - 10" 13' - 7" 7' - 8" 21' - 8" 21' - 6 7/8"

C1 S-507

S-202 A1

A2 S-301

C2 S-301

C3 S-301

5' - 10" 5' - 2" 5' - 2"

W

X2

(2 7)

W

X2

(2 7)

W

X2

(2 7)

W

X2

(2 3)

W

X2

(2 3)

W

X2

(2 3)

W

X2

(2 5)

D1 .5

D1 .5

3 3 /4"

6'

- 4

3/ 8"

A4 S-301

L5X3-1/2X5/16

L5X3-1/2X5/16

L5X3-1/2X5/16*

L5 X3

-1 /2X

5/1

L5 X3

-1 /2X

5/1

L5X3-1/2X5/16

L5X3-1/2X5/16

L5X3-1/2X5/16

OPEN

STAIR

4'

- 1

0" 4'

- 1 0"

3'

- 5

1/ 4"

TYP3

L5X3-1/2X5/16

L5X3-1/2X5/16*

A1 S-301

3"

5'

- 6

3/ 4"

5'

- 6

3/ 4"

J

6"

ROOF LOW POINT

SEE ELEVATIONS

ROOF HIGH POINT

SEE ELEVATIONS

A3 S-301

D2

.5

W12X30

C9X20

C9X20

C9 X2

W

X1

W

X1

W

X3

W

X3

W

X3

W

X3

W

X3

6' - 0"

W

X2

(2 3)

L5 X3

-1 /2X

5/1

L5 X3

-1 /2X

5/1

W12X19 W12X19 W12X19

W12X19

W12X19 W12X19 W12X19D1.5

W

X1

W

X1

W16X26 (25)

L5X3-1/2X5/16

L5 X3

-1 /2X

5/1

TYP6

B5 S-301

L5X3-1/2X5/16

WT4X6.5

S8X18.4

6'

- 7

11' - 4"

2'

- 8

0"

1'

- 1

0"

2"

7'

- 7

2'

- 8

0 3

/8"

2' - 0"

5' - 3 1/4"

24' - 8"6'

- 3

0"

5'

- 5

8'

- 0

S-201 C3

S-201 A1 k 7

28 PLACES

BP2 UON

BP3

D2

4.

D2 + 4.5 xxxxxxxx x x x x x x x x x x x x x x x x x xxxxxx x x x x x x x

W16X26 (11)

ROOF LOW POINT

SEE ELEVATIONS

W12X19

D1.5

S-401 D3

S-401 D4

(ABOVE)

29' - 1"

STAIR LANDING T/STL

BAR GRATING SCHEDULE

CONCRETE PEDESTAL SCHEDULE

WALL FOOTING SCHEDULE

MASONRY WALL SCHEDULE

STEEL BASEPLATE SCHEDULE

STEEL DECKING SCHEDULE

COLUMN FOOTING SCHEDULE

CONCRETE BEAM SCHEDULE

CAST-IN-PLACE CONCRETE WALL SCHEDULE..

FOR SEE

/B1 S-507 /A3 S-501 /A1 S-502

/B1 S-501

/C1 S-501 /A1 S-507

/B1 S-504

/B4 S-508

/C4 S-504

N

A

B

C

D

1 2 3 4 5

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW CHK

SATISFACTORY TO DATE 10/27/2021

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

OF

EPROJECT NO.:

A

B

C

D

D E P A R T M E N T

O F

TH

E

N A V Y

N A V A L

F A C

IL

IT

IE

S

E N G

IN

E E R

IN

G

C O M M A N D

DRAWFORM REVISION: 10 MARCH 2009

<<PM-DM>> MDR/MLR

BRANCH MANAGER CA

CHIEF ENG/ARCH TC

FIRE PROTECTION JG

1100 NORTH GLEBE ROAD

SUITE 500

ARLINGTON, VIRGINIA 22201

571.218.1000

FAX: 571.218.1600

AS NOTED

1 2 3 4 5

FOUO

FOUO

Approved by AFCEC via email

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2/

2:

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B O

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RD

1/8" = 1'-0"A1 STRUCTURAL PLAN - ROOF

1 HSS 6X6X3/8 MECHANICAL PLATFORM POST ABOVE (6 PLACES)

2 HSS 2X2X1/4 MECHANICAL PLATFORM STAIR POST ABOVE (2

PLACES)

3 HSS 8X8X3/8 COLUMN TYP

4 EQUIP. PLATFORM STAIR FRAMING

5 AREA OF ROOFTOP EQUIP. COORD LOCATION OF OPENING WITH

MECH. NOTIFY COR IF EQUIP PROCURED IS OF A DIFFERENT SIZE,

WEIGHT, OR ORIENTATION THAN SHOWN.

6 HSS 5X5X1/4 SCREENWALL POST ABOVE

7 HOIST BEAM FOR 1 TON TROLLEY HOIST. REFER TO SPECIFICATION

41 22 23. 19. SEE C4/S-505.

8 CMU WALL BELOW, SEE S-103

9 COORDINATE EXACT LOCATION OF STEEL BEAM WITH ARCH AND

STAIR FABRICATOR

10 CMU WALL CONTROL JOINT AT WALL ABOVE ROOF ELEVATION

11 JIB CRANE. COORDINATE WITH MANUFACTURER'S REQUIREMENTS.

12 APPROXIMATE JIB CRANE OPERATING ENVELOPE. SUBMIT JIB

CRANE TECHNICAL INFORMATION TO COR FOR APPROVAL.

A. ROOF PROFILE IS DEFINED BY TWO VALLEYS W ITH LOW POINT

ELEVATIONS ALONG GRID LINES G1 AND I. B/DECK ELEVATION AT HIGH

POINT IS 28'-0 3/4" AND LOW POINT IS 26'-11".

B. BEAMS ARE EQUALLY SPACED BETWEEN GIRDERS UNLESS

OTHERW ISE NOTED.

C. COORDINATE LOCATIONS OF PENETRATIONS THROUGH ROOF DECK

WITH MEP.

D. REFER TO ARCH FOR HORIZONTAL FALL ARREST SYSTEM. ANCHORAGE

TO TOP OF FLANGE OF ROOF BEAMS ONLY, NOT TO METAL DECK.

E. REFER TO ARCH AND PLUMBING FOR ROOF DRAIN LOCATIONS AND

ASSEMBLIES.

F. SEE S-101 FOR W ALL TYPES.

GRAPHIC SCALE 1/8" = 1'-0"

24'4' 8' 16'

GENERAL NOTES

GRAPHIC SCALE(S)

KEY PLAN

KEYED NOTES

LEGEND

M

AR

K D

ES

C

R

IP

TI

O

N D

AT

E

AP

S-401 A3

G

H

I

8.9 6.8 4.9 4.4 3.8 3.1 2.5 2.05

G1

20' - 9 1/4" 23' - 11" 20' - 10" 13' - 7" 7' - 8" 21' - 8" 21' - 6 7/8"

6"

6"

3"

6"

3'

- 3

1/ 8"

8 7 /8"

8 7 /8"

T/GRATING 34' - 2 1/2"

48' - 1"

11' - 4"

S-201 C1

S-202 A1

J

26' - 1 3/4" 15' - 11 1/4" 6' - 0"

S-202 B3

S-202 D3

S-202 A3

S-201 B4 S-201

C3

S-201 A1

BG2

28 PLACES

A3

SD301

5' - 3 3/4"

S-401 A1

BAR GRATING SCHEDULE

CONCRETE PEDESTAL SCHEDULE

WALL FOOTING SCHEDULE

MASONRY WALL SCHEDULE

STEEL BASEPLATE SCHEDULE

STEEL DECKING SCHEDULE

COLUMN FOOTING SCHEDULE

CONCRETE BEAM SCHEDULE

CAST-IN-PLACE CONCRETE WALL SCHEDULE..

FOR SEE

/B1 S-507 /A3 S-501 /A1 S-502

/B1 S-501

/C1 S-501 /A1 S-507

/B1 S-504

/B4 S-508

/C4 S-504

N

A

B

C

D

1 2 3 4 5

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW CHK

SATISFACTORY TO DATE 10/27/2021

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

OF

EPROJECT NO.:

A

B

C

D

D E P A R T M E N T

O F

TH

E

N A V Y

N A V A L

F A C

IL

IT

IE

S

E N G

IN

E E R

IN

G

C O M M A N D

DRAWFORM REVISION: 10 MARCH 2009

<<PM-DM>> MDR/MLR

BRANCH MANAGER CA

CHIEF ENG/ARCH TC

FIRE PROTECTION JG

1100 NORTH GLEBE ROAD

SUITE 500

ARLINGTON, VIRGINIA 22201

571.218.1000

FAX: 571.218.1600

AS NOTED

1 2 3 4 5

FOUO

FOUO

Approved by AFCEC via email

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2/

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:3

PM

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M

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RD

1/8" = 1'-0"A1 STRUCTURAL PLAN - PENTHOUSE ROOF FRAMING PLAN

1 STAIR, SEE ARCH

2 COORDINATE EXACT LOCATION OF STEEL BEAM WITH ARCH

AND STAIR FABRICATOR

3 OPNG FOR DOGHOUSE, SEE ARCH

A. TOP OF MECHANICAL PLATFORM STEEL FRAMING EL IS 34'-1/2"

B. BEAMS ARE EQUALLY SPACED BETWEEN GIRDERS UNLESS OTHERW ISE

NOTED.

C. TOP OF STAIRWELL TOW ER DECK EL VARIES, SEE A1/S-401.

D. TOP OF STAIRWELL TOW ER WALL EL IS 38'-8".

E. REFER TO ARCH AND PLUMBING FOR ROOF DRAIN LOCATIONS AND

ASSEMBLIES.

GRAPHIC SCALE 1/8" = 1'-0"

24'4' 8' 16'

GENERAL NOTES

GRAPHIC SCALE(S)

KEY PLAN

KEYED NOTES

LEGEND

M

AR

K D

ES

C

R

IP

TI

O

N D

AT

E

AP

C1 S-202

C4 S-301

8" THK EXTERIOR CIP CONCRETE

WALLS ALONG THE PERIMETER OF

THE VAULT ROOM

T/PARAPET 29' - 9 1/2" 8" THK EXTERIOR

MASONRY W ALLS

S-508 A3

A2 S-508

S-508 A4

B1 S-502

A5 S-508

A4 S-301

MASONRY KNEE W ALL BELOW

ARCH EXTERIOR FACADE

A1 S-301

S-508 D1

2' - 0"

CM

U

CJ

20' - 0"1' - 6 1/4"

CM

U

CJ

CM

U

CJ

2' - 0"

CM

U

CJ

3' - 4 1/4"

CM

U

CJ

28' - 4"

T/STEEL

11' - 11 1/2"

T/STEEL

0' - 0"

FIRST FLOOR

SECOND FLOOR

ROOF HIGH POINT

A1 S-511

T/GRATING EL

29' - 3 1/2"

WHERE LINTEL BARS CANNOT EXTEND 24" BEYOND EDGE OF OPENING,

TERMINATE BARS WITH STANDARD HOOKS. PROVIDE (1) #5 VERTICAL JAMB BAR

BETWEEN ADJACENT OPENINGS. SEE S-509 FOR ADDITIONAL INFORMATION.

FIRST FLOOR

0' - 0"

SECOND FLOOR

T/STEEL

11' - 11 1/2"

ROOF HIGH POINT

T/CONC

28' - 4"

G H IG1

S-508 A4

S-508

A3EXISTING WALL

FOUNDATION

EXISTING

MASONRY

WALL

T/ PARAPET 29' - 9 1/2"

8" THK CIP CONCRETE W ALL

ALONG PERIMETER OF THE

VAULT ROOM

MASONRY KNEE

WALL BELOW ARCH

EXTERIOR FACADE

8" THK EXTERIOR

MASONRY WALLS

J

13' - 9" CM

U

CJ

OPP

GHI FG1

T/STAIR TOWER 40' - 4"

T/ PARAPET 29' - 9 1/2"

T/EXISTING WALL (VIF) 10' - 0"

8" THK EXTERIOR

MASONRY W ALLS

BEHIND EXISTING WALL

MASONRY KNEE WALL

BELOW ARCH EXTERIOR

FACADE

EXISTING STEPPED

FOOTING

C2 S-301

J

2' - 1"

CM

U

CJ

28' - 4"

T/STEEL

11' - 11 1/2"

T/STEEL

0' - 0"

FIRST FLOOR

SECOND FLOOR

ROOF HIGH POINT

ROOF HIGH POINT

T/CONC

28' - 4"

STAIR TOWER T/STEEL

36' - 0"

I

STEEL POST

SEE PLAN

TYP

A

B

C

D

1 2 3 4 5

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW CHK

SATISFACTORY TO DATE 10/27/2021

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

OF

EPROJECT NO.:

A

B

C

D

D E P A R T M E N T

O F

TH

E

N A V Y

N A V A L

F A C

IL

IT

IE

S

E N G

IN

E E R

IN

G

C O M M A N D

DRAWFORM REVISION: 10 MARCH 2009

<<PM-DM>> MDR/MLR

BRANCH MANAGER CA

CHIEF ENG/ARCH TC

FIRE PROTECTION JG

1100 NORTH GLEBE ROAD

SUITE 500

ARLINGTON, VIRGINIA 22201

571.218.1000

FAX: 571.218.1600

AS NOTED

1 2 3 4 5

FOUO

FOUO

Approved by AFCEC via email

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2/

2:

:3

PM

S -2

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13134555

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FR

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EL

EV

AT

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AS

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B O

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P-

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O C

P H

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RD

1/8" = 1'-0"A1 SOUTH W ALL ELEVATION

1/8" = 1'-0"C1 W EST W ALL ELEVATION

1/8" = 1'-0"C3 EAST W ALL ELEVATION

GRAPHIC SCALE 1/8" = 1'-0"

24'4' 8' 16'

3/16" = 1'-0"B4 SCREENW ALL W EST-EAST ELEVATION

GRAPHIC SCALE 3/16" = 1'-0"

16'4' 8'2'

M

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SECOND FLOOR

T/STEEL

11' - 11 1/2"

ROOF HIGH POINT

T/CONC

28' - 4"

GHI FG1

S-505 B1

ROOF LP 27' - 1" ROOF HP 28' - 2 1/4" ROOF LP 27' - 3 1/4"

S-510 A1

S-504 B1

S-505 A3

EXISTING FACE OF

ARCH

4" EXP JOINT, SEE ARCH

J

OPP

S-202 C1

OPP

ROOF HIGH POINT

T/CONC

28' - 4"

STAIR TOWER T/STEEL

36' - 0"

I C3

S-202

TYP

SEE A4/S-505

23' - 2 7/8" 14' - 2 7/8"

ROOF LP 27' - 1"

T/GRATING = SEE PLAN T/STEEL 34' - 0 1/2"

ROOF HIGH POINT

T/CONC

28' - 4"

STAIR TOWER T/STEEL

36' - 0"

4.94.43.83.1

C1 S-202

MECHANICAL

PLATFORM STAIR

STRINGERS BY MFR

T/GRATING = SEE PLAN

TYP

SEE A4/S-505

ROOF HIGH POINT

T/CONC

28' - 4"

STAIR TOWER T/STEEL

36' - 0"

I

ROOF LP 27' - 1"

HSS2X2X1/4

T/GRATING = SEE PLAN

TYP

SEE A4/S-505 T/STEEL 34' - 0 1/2"

S-505 B2

ROOF HIGH POINT

T/CONC

28' - 4"

STAIR TOWER T/STEEL

36' - 0"

2.05

STEEL POST

SEE PLAN TYP

ROOF HIGH POINT

T/CONC

28' - 4"

STAIR TOWER T/STEEL

36' - 0"

2.05

STEEL POST

SEE PLAN TYP

ROOF HIGH POINT

T/CONC

28' - 4"

STAIR TOWER T/STEEL

36' - 0"

I

STEEL POST

SEE PLAN TYP

T/GRATING EL

29' - 3 1/2"

A

B

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D

1 2 3 4 5

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW CHK

SATISFACTORY TO DATE 10/27/2021

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

OF

EPROJECT NO.:

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DRAWFORM REVISION: 10 MARCH 2009

<<PM-DM>> MDR/MLR

BRANCH MANAGER CA

CHIEF ENG/ARCH TC

FIRE PROTECTION JG

1100 NORTH GLEBE ROAD

SUITE 500

ARLINGTON, VIRGINIA 22201

571.218.1000

FAX: 571.218.1600

AS NOTED

1 2 3 4 5

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1/8" = 1'-0"A1 ARMS VAULT FRAMING ELEVATION

3/16" = 1'-0"C1 MECHANICAL PLATFORM EAST-W EST FRAMING ELEVATION

3/16" = 1'-0"C3 MECHANICAL PLATFORM NORTH-SOUTH ELEVATION

GRAPHIC SCALE 1/8" = 1'-0"

24'4' 8' 16'

GRAPHIC SCALE 3/16" = 1'-0"

16'4' 8'2'

3/16" = 1'-0"D1 MECHANICAL PLATFORM W EST-EAST FRAMING ELEVATION

3/16" = 1'-0"B3 SCREENW ALL SOUTH-NORTH ELEVATION

3/16" = 1'-0"A3 SCREENW ALL NORTH-SOUTH ELEVATION

3/16" = 1'-0"D3 SCREENW ALL EAST-W EST ELEVATION

M

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TI

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SECOND FLOOR

T/STEEL

11' - 11 1/2"

ROOF HIGH POINT

T/CONC

28' - 4"

RAISED ACCESS FLOOR

SEE PLAN

PRIMARY SLAB

SEE PLAN

EXISTING MASONRY

WALL

EXISTING FOOTING

SLAB ON GRADE

SEE PLAN

T/PARAPET 29' - 9 1/2"

EXISTING FACE OF

ARCH

SEE ARCH

4" EXP JOINT

S-510 A1

FIRST FLOOR

0' - 0"

SECOND FLOOR

T/STEEL

11' - 11 1/2"

ROOF HIGH POINT

T/CONC

28' - 4"

SECOND FLOOR

CONCRETE ON

METAL DECK

6" THK SLAB ON GRADE

EXISTING FOOTING

EXISTING 8" THK

MASONRY WALL

8" THK MASONRY WALL

FACE OF ARCH

S-510 A2

SIM

FIRST FLOOR

0' - 0"

SECOND FLOOR

T/STEEL

11' - 11 1/2"

ROOF HIGH POINT

T/CONC

28' - 4"

MECHANICAL AREA

BAR GRATING

6" THK SLAB ON GRADE

EXISTING FOOTING

T/PARAPET 29' - 9 1/2"

EXISTING 8" THK

MASONRY WALL

8" THK MASONRY WALL

FACE OF ARCH

EXISTING FACE

OF ARCH

9 1/2" EXP JOINT, SEE ARCH

S-510 A2

FIRST FLOOR

0' - 0"

SECOND FLOOR

T/STEEL

11' - 11 1/2"

ROOF HIGH POINT

T/CONC

28' - 4"

CONCRETE BEAM IN

VAULT ROOM

FACE OF ARCH

8" THK CIP CONCRETE

WALLS EXTEND TO

FOOTING

6" SLAB ON GRADE

8" THK MASONRY WALL

ABOVE CONCRETE WALL.

SEE DETAIL A4/S508

RAISED SECONDARY SLAB

FIRST FLOOR

0' - 0"

SECOND FLOOR

T/STEEL

11' - 11 1/2"

ROOF HIGH POINT

T/CONC

28' - 4"

SEE ARCH

2" EXP JOINT

T/SLAB 0' - 0"

EXISTING 12" THK

MASONRY WALL

EXISTING FOOTING

6" THK MASONRY

WALL

LEDGER ANGLE

S-507 B3

T/CONC 12' - 6"

OPP

S-510 A4

OPP

FIRST FLOOR

0' - 0"

SECOND FLOOR

T/STEEL

11' - 11 1/2"

ROOF HIGH POINT

T/CONC

28' - 4"

FACE OF

ARCH

8" THK MASONRY

WALL

6" SLAB ON

GRADE

T/CONC 12' - 6"

HP DECK 28' - 2 1/4"

FIRST FLOOR

0' - 0"

SECOND FLOOR

T/STEEL

11' - 11 1/2"

ROOF HIGH POINT

T/CONC

28' - 4"

W BEAM

SEE PLAN

W BEAM

SEE PLAN

STAIRWELL

SEE ARCH

T/CONC 12' - 6"

CONC SLAB

SEE PLAN

MASONRY W ALL

SEE PLAN

SECOND FLOOR

T/STEEL

11' - 11 1/2"

2.05

CONC ON METAL DECK

SEE PLAN

BAR GRATING

W BEAM

SEE PLAN

CHANNEL

SEE PLAN

1'

- 2

1/ 2"

PARTITION SEE ARCH

ROOF HIGH POINT

T/CONC

28' - 4"

2.5

5/8

CONC ON METAL DECK

SEE PLAN

METAL DECK SEE PLANL6X6X3/8

W BEAM SEE PLAN5/16 3-12

5/16 3-12

ROOF HIGH POINT

T/CONC

28' - 4"

STAIRWELL ROOF

TOWER WALL

8" THK MASONRY

STAIR WALL

W18X60

HP CONC 27' - 6"

S-507 B3

VERT #5 @ 40" HOOKED

IN ALT DIRECTION

ANGLE

T/WALL 28' - 5 1/2"

1"

3'-0" LONG #3 @ 12" OC FOR

ENTIRE LENGTH OF WALL

2"

SECOND FLOOR

T/STEEL

11' - 11 1/2"

F

CONC ON METAL

DECK SEE PLAN

W BEAM

SEE PLAN

FACE OF ARCH

SEE ARCH

4" EXP JT

EXISTING 8" THK

MASONRY WALL

8" THK MASONRY

WALL

A

B

C

D

1 2 3 4 5

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW CHK

SATISFACTORY TO DATE 10/27/2021

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

OF

EPROJECT NO.:

A

B

C

D

D E P A R T M E N T

O F

TH

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N A V Y

N A V A L

F A C

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IN

G

C O M M A N D

DRAWFORM REVISION: 10 MARCH 2009

<<PM-DM>> MDR/MLR

BRANCH MANAGER CA

CHIEF ENG/ARCH TC

FIRE PROTECTION JG

1100 NORTH GLEBE ROAD

SUITE 500

ARLINGTON, VIRGINIA 22201

571.218.1000

FAX: 571.218.1600

AS NOTED

1 2 3 4 5

FOUO

FOUO

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1/4" = 1'-0"C1 TYPICAL BUILDING INTERFACE SECTION

1/4" = 1'-0"C2 INTERFACE SECTION - EAST W ALL MECHANICAL YARD

1/4" = 1'-0"C3 INTERFACE SECTION - SOUTH W ALL MECHANICAL YARD

GRAPHIC SCALE 1/4" = 1'-0"

2' 4' 8' 12'

1/4" = 1'-0"C4 TYPICAL W ALL SECTION AT ARMS VAULT

1/4" = 1'-0"A2 SECTION THROUGH BUILDING EAST OF KNOCK-OUT PANEL

1/4" = 1'-0"A1 TYPICAL EXTERIOR MASONRY W ALL SECTION

1/4" = 1'-0"A3 INTERIOR W ALL AT W EST STAIRW ELL

3/8" = 1'-0"B4 MECH ROOM FLOOR

3/8" = 1'-0"B5 MECH ROOM ROOF

3/8" = 1'-0"A4

STAIR TOW ER W ALL

SUPPORT FRAMING

3/8" = 1'-0"A5

SECOND FLOOR

DOOR OPENING

M

AR

K D

ES

C

R

IP

TI

O

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E

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2.05

MW12

MW 8-2

D1 .5

J

S-202 D3

WT4X6.5

W12X30*

W12X30*

W12X30*

5' - 6 7/8"

SEE /B3 S-505

2'

- 8

0"

11' - 4"

NOTE: SEE C1/S-507 FOR TYPICAL DECK SUPPORT DETAIL

C1 2X

C9X20*

C9X20*

C1 2X

3'

- 3

3/ 4"

5'

- 1

1 1 /2"

4'

- 8

7/ 8"

ROOF ACCESS

HATCH, SEE ARCH

L5X3-1/2X5/16*

I

4.9 4.4 3.8 3.1

C1 S-202

2 7 /8"

2 7 /8"

HSS6X6X3/8

HSS6X6X3/8

HSS6X6X3/8

HSS6X6X3/8

HSS6X6X3/8

HSS6X6X3/8

C3 S-202

HSS2X2X1/4

W14X34

W

X3

A1 S-301

C9 X2

W

X3

W

X3

W

X3

W

X3

W

X3

W

X3

W

X3

W

X3

W14X34 W14X34 W14X34 W14X34 W14X34

W14X34

W14X34 W14X34 W14X34 W14X34

W

X3

W

X3

W14X34 W14X34

W14X34 W14X34

HSS3X3X3/8

HS

S3

X3 X3

/8

HS

S3 X3

X3 /8

HSS3X3X3/8

HS

S3

X3 X3

/8

W14X34

1'

- 6

4'

- 6

D1 S-202

HSS3X3X3/8

W14X34

HSS3X3X3/8

HS

S3

X3 X3

/8

HS

S3 X3

X3 /8

HSS3X3X3/8HSS3X3X3/8 HSS3X3X3/8

REMOVABLE HATCH,

SEE ARCH

5' - 3 3/4"

6' - 0" 4' - 11"

9'

- 9

1/ 4"

1'

- 6

6'

- 7 1/

4"

HS

S3

X3 X3

/8

C9 X2

I

2.05

C3 S-301

B4 S-301

2" 1'

- 1 0"

MW 8-1

MW 8-3

MW 8-3

W

X2

W

X2

W

X2

W

X2

W16X26

W16X26

9" 4' - 2" 4' - 2" 6' - 3" 4' - 6" 4' - 10"

B3 S-507

C9X20

C9X20

BG2

W

X2

C9X20

C9X20 W

X2

24' - 8"

C9X20

C9X20

C9X20

C9X20

C9 X2

C9X20

C9X20

C9X20

C9X20

C9X20

9'

- 5

EQ

EQ

EQ

4'

- 0

EQ

EQ

EQ

EQ

C9X20

OPP

EQ

EQ

EQ

EQ

EQ

EQ

2'

- 0

1'

- 5

5/ 8"

2'

- 4

7/ 8"

2' - 0" 2' - 0"

C9 X2

C9 X2

C9 X2

3' - 3"

1' - 6" 9"

4 1 /2" L3

-1 /2X

3- 1/2

X3 /8

T/STL 13'-6"

TYP, UON

T/

ST

L 1 1'-

1/

2" W

X3

(2

5)

HATCH,

SEE ARCH

C9 X2

3.8 3.1

J

JIB CRANE

A1 S-512

9 1 /2"

2'

- 3

1' - 4" 1' - 4"

W18X35

W18X35

W18X35

W18X35

W

X4

W

X4

W

X5

* (TYP)

* (TYP)

* PROVIDE STD FULL DEPTH

SHEAR TAB CONNECTION

5'

- 6

5' - 0"

A3 S-511

10 1/4"

BG

HSS3X3X3/8

L3X2X3/8

L3X2X3/8 VENEER,

SEE ARCH

DOOR THRESHOLD,

SEE ARCHBG

B4 S-511

HS

S3

X3 X3

/8

HS

S3

X3 X3

/8

HSS3X3X3/8

HSS3X3X3/8HSS3X2X5/16

1' - 1 1/2"

S-511 B1

(TYP)

(TYP)

L3X2X3/8 (TYP)

A

B

C

D

1 2 3 4 5

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW CHK

SATISFACTORY TO DATE 10/27/2021

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

OF

EPROJECT NO.:

A

B

C

D

D E P A R T M E N T

O F

TH

E

N A V Y

N A V A L

F A C

IL

IT

IE

S

E N G

IN

E E R

IN

G

C O M M A N D

DRAWFORM REVISION: 10 MARCH 2009

<<PM-DM>> MDR/MLR

BRANCH MANAGER CA

CHIEF ENG/ARCH TC

FIRE PROTECTION JG

1100 NORTH GLEBE ROAD

SUITE 500

ARLINGTON, VIRGINIA 22201

571.218.1000

FAX: 571.218.1600

AS NOTED

1 2 3 4 5

FOUO

FOUO

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1/4" = 1'-0"A1 ENLARGED STRUCTURAL PLAN - STAIR TOW ER

1/4" = 1'-0"A3 ENLARGED STRUCTURAL PLAN - MECHANICAL AREA 0

GRAPHIC SCALE 1/4" = 1'-0"

2' 4' 8' 12'

1/4" = 1'-0"C1 ENLARGED STRUCTURAL PLAN - SECOND FLOOR

N

N

N

1/2" = 1'-0"D3 ENLARGED STRUCTURAL PLAN - ROOF FRAMING - JIB CRANE

GRAPHIC SCALE 1/2" = 1'-0"

1' 2' 4' 6'

N

1/2" = 1'-0"D4 ENLARGED PLAN - ROOF ACCESS PLATFORM

N

M

AR

K D

ES

C

R

IP

TI

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AT

E

AP

FOOTING SCHEDULE

SCHEDULED

FOOTING

T/ FTG EL

SEE PLAN

SCHEDULED

BOT FOOTING

REINF

TY

P

3" C

LR

TYP

3" CLR

BOTTOMTOP

COL

NOTES:

1. SEE SCHEDULE FOR DIMENSIONS AND REINFORCING SIZE AND SPACING.

2. FOOTINGS MUST BE CENTERED UNDER COLUMNS, UON.

FOOTING

MARK

-F5x5

TRANSVERSE

REINF(SHORT BARS)

(8) #5

BOTTOM

REMARKS

LONGITUDINAL

REINF (LONG BARS)

TOP

THICK

T

1'-6"

LENGTH

L

WIDTH

W

5'-0"5'-0"

FOOTING SIZE

(8) #5

"T

"W

SEE NOTE 3

"L"

TY

P

2" C

LR

SHORT BARS

LONG BARS

--F8x8 (12) #6 -1'-6"8'-0"8'-0" (12) #6

COL

TIES

SEE SCHEDCOL

W

ID

TH

(W

LENGTH (L)

NOTES:

1. CENTER P1 PEDESTALS ON COLUMN GRID

INTERSECTION UNLESS OTHERWISE NOTED

CO

L

TIES

SEE SCHED

COL

W

ID

TH

(W

LENGTH (L)

P1 P2

SCHEDULED PEDESTAL REINF

STEEL COLUMN

SEE PLAN

SCHEDULED PEDESTAL

NON-SHRINK GROUT

SCHEDULED FOOTING

SEE T/ FTG EL

SEE PLAN

T/ PIER EL

SEE PLAN2"

2"

PE

DE

ST

AL

S

CH

ED

SP

AC

E

PE

R

COL

STD HOOK, TYP

PEDESTAL SCHEDULE

MARK W (in) VERT REINF

P1 24 (8) #8

TIES

#3 @ 16" OC

REMARKSL (in)

24 -

/C1 S-501

(3) TOP TIES SEE SCHED

P2 24 (12) #6 #4 @ 8" OC24 -

T/ FTG OR PIER EL

SEE PLAN

SCHEDULED BASE PLATE.

B/ BASE PLATE EL=T/ FTG OR PIER EL + 2"

PROVIDE 1/4" THICK MASTIC COATING ON

EXPOSED PORTIONS OF BASE PLATE,

ANCHOR RODS AND COLUMN BELOW TOP

OF SLAB TO PREVENT CORROSION

NON-SHRINK

GROUT

BASE PLATE ANCHOR ROD

SEE

LEVELING NUTS WITH

PLATE WASHERS OR SHIM

COL

NUTS WITH PLATE WASHERS. ANCHOR

ROD LESS THAN 1 3/4" PROVIDE 1/2x3x0'-3"

WASHER. HOLE ON WASHER = DIA OF

ANCHOR ROD + 1/16"

TACK WELD NUT TO

ANCHOR ROD

/B1 S-501

BASE PLATE SCHEDULE

TYPE W

(in)

L (in)

THK

(in)

1 18 18 1 1/4

ANCHOR RODBASE

PLATE

MARK

BP1

WELD A

(in)

5/16

ROD DIA

(IN)

3/4

HOLE DIA

(IN)

EMBED

(IN)

15/16 18

NOTES:

1. FOR ADDITIONAL INFORMATION, SEE BASE PLATE TYPES, BASE PLATE TO STEEL COLUMN W ELD DETAIL

2. SEE C3/S-501 FOR BASE PLATE DIMENSIONS

PLATE DIMENSION

2 10 1/4 13 3/4 1/2BP2 5/16 1/2 9/16 2 3/8

3 NOTE 2 NOTE 2 1/2BP3 5/16 1/2 9/16 2 3/8

4 1/2BP4 5/16 1/2 9/16 2 3/815 15

5 3/4BP5 NOTE 2 7/8 15/16 12NOTE 2 NOTE 2

REMARKS

SEE A4/S-501

SEE D3/S-501

SEE D3/S-501

SEE D3/S-501

SEE A4/S-501

A

NOTE:

1. "A" INDICATES W ELD SIZE, SEE SCHEDULE.

BASE PLATE

SEE SCHEDULE

TYPE 2

SE

E

SC

HE

DU

L E

W

SEE SCHEDULE

LSEE SCHEDULE

L

SE

E

SC

HE

DU

L E

W

TYP

2"

COL

COL

TYPE 1

1' - 1 3/4"

1/

4"

1' - 1 3/4"

1/

4"

TYP

9 3/4"

TYPE 3

TYP

7/8"

TYP

7/8"

TYPE 4

SEE SCHEDULE

L

SE

E

SC

HE

DU

L E

W

TYP

1 1/2"6 1

/4"

NOTE: SEE BASE PLATE SCHEDULE FOR HOLE DIAMETER AND PLATE THICKNESS

TYPE 5

1' - 6"

1'

- 6

TYP

2 1/4"

4" 2" 1/4

5/16 3 SIDES

OUTSIDE FACE OF COL, APPLY

ELASTOMERIC FLUID APPLIED WATER

PROOFING ASPHALT MEMBRANE

COATING AT LOWER 10" OF COL

PROVIDE 1-1/2" NON-

SHRINK GROUT BTW

BASEPLATE AND

PEDESTAL

ORIENT BASE

PLATE SUCH THAT

THERE ARE (3)

BOLTS EA SIDE OF

SCREENWALL

STEEL HSS POST

SEE BASE PLATE SCHED

FOR SIZE AND

THICKNESS

NOTES:

1. PROVIDE 1/2" MINIMUM EXTENSION OF EXPANSION ANCHOR ABOVE TOP NUT.

2. PROVIDE LEVELING SHIMS UNDER BASE PLATE TO ACHIEVE SPECIFIED FRAMING

ELEVATION AND TO MAINTAIN PLUMBNESS OF POST.

3. NOMINAL EMBED DEPTH. SEE BASE PLATE SCHEDULE. BASIS OF DESIGN IS THE

HILTI KWIK BOLT TZ.

SEE BASEPLATE SCHEDULE

FOR ANCHOR DETAILS.

EXPANSION ANCHOR INTO SOG

OR SLAB ON METAL DECK

NO

TE

COL

COL

SLAB-ON-GRADE CJ

1/2" ISOLATION JOINT

COLUMN SEE PLAN

3"

A

B

C

D

1 2 3 4 5

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW CHK

SATISFACTORY TO DATE 10/27/2021

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

OF

EPROJECT NO.:

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D E P A R T M E N T

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E E R

IN

G

C O M M A N D

DRAWFORM REVISION: 10 MARCH 2009

<<PM-DM>> MDR/MLR

BRANCH MANAGER CA

CHIEF ENG/ARCH TC

FIRE PROTECTION JG

1100 NORTH GLEBE ROAD

SUITE 500

ARLINGTON, VIRGINIA 22201

571.218.1000

FAX: 571.218.1600

AS NOTED

1 2 3 4 5

FOUO

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NTSC1 FOOTING DETAIL AND SCHEDULE

NTSA1 CONCRETE PEDESTAL DETAIL

NTSA3 STEEL COLUMN FOOTING W / PEDESTAL

NTSA4 ANCHOR ROD

NTSB1 BASE PLATE DETAILING SCHEDULE

NTSA2 TYP BASEPLATE TO STEEL COLUMN W ELD

NTSC3 BASE PLATE TYPES

NTSD3 POST INSTALLED BASE PLATE SECTION

NTSD4 ISOLATION JOINTS

M

AR

K D

ES

C

R

IP

TI

O

N D

AT

E

AP

WALL FOOTING SCHEDULE

MARK

WF1x4

THICKNESS

(IN)

WIDTH

(IN) REMARKS

REINF "L"

(5)#5 CONT

BARS

REINF "M"

#5@12"

WF1x3 16 36 (4)#5 CONT

BARS #5@12"

FIRST FLOOR

0' - 0"

CMU WALL REINF

PER

TY

P3"

TYP

3"

FACE OF

ARCH

8" CMU w/ #5 @ 40"

OC/ FULLY

GROUTED BELOW

FLOOR LEVEL

/B4 S-508

FTG SIZE AND

REINF PER A1 / S-502

FOUNDATION DRAIN

(REF)

WALL VERTICAL REINFORCEMENT

WALL FOOTING

REINF "M"

T/W ALL FTG EL

NOTE:

1. UNLESS NOTED OTHERWISE, CENTER WALL FOOTING

ON W ALL ABOVE.

TH

IC

KN

ES

S

WIDTH

CONCRETE OR CMU WALL

UNLESS NOTED OTHERWISE,

PROVIDE A CLASS B TENSION

LAP SPLICE AT THIS LOCATION

REINF "L"

D

2 X D MIN

ST

EP

H

EI

GH

T

DOWELS TO WALL ABOVE

WALL FOOTING

REINFORCEMENT

ELEVATION

(4) 3/8" DIA x 4" LONG

GALVANIZED HEADED STUDS

GALVANIZED STANDARD

WEIGHT PIPE SLEEVE

THICKNESS

CONC WALL

OUTSIDE DIA OF PIPE PLUS 2"

PLACE THE PIPE AT THE

BOTTOM OF THE SLEEVE

SECTION A-A

FILL PIPE TRENCH W/ LEAN CONC

FILL TO BOTTOM OF FOOTING

SONOTUBE OR EQUAL, ID MIN

2" LARGER THAN PIPE

UTILITY PIPE W HERE BENEATH THE

WALL FOUNDATION

1' - 0"

6" 6"

9"

MIN

MI

N

MI

N

FOUNDATION WALL &

FOOTING

SEE PLAN

A

A

A

B

C

D

1 2 3 4 5

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW CHK

SATISFACTORY TO DATE 10/27/2021

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

OF

EPROJECT NO.:

A

B

C

D

D E P A R T M E N T

O F

TH

E

N A V Y

N A V A L

F A C

IL

IT

IE

S

E N G

IN

E E R

IN

G

C O M M A N D

DRAWFORM REVISION: 10 MARCH 2009

<<PM-DM>> MDR/MLR

BRANCH MANAGER CA

CHIEF ENG/ARCH TC

FIRE PROTECTION JG

1100 NORTH GLEBE ROAD

SUITE 500

ARLINGTON, VIRGINIA 22201

571.218.1000

FAX: 571.218.1600

AS NOTED

1 2 3 4 5

FOUO

FOUO

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NTSA1 W ALL FOOTING SCHEDULE

3/4" = 1'-0"B1 TYPICAL EXTERIOR CMU W ALL FOUNDATION

NTSB2 W ALL FOOTING REINFORCEMENT

NTSB3 STEPPED CONCRETE W ALL FOOTING

NTSC1 PIPE SLEEVE THRU W ALL

NTSC2 PIPE UNDER W ALL FOOTING

M

AR

K D

ES

C

R

IP

TI

O

N D

AT

E

AP

1 1/2" DEEP SAWCUT JOINT.

FILL WITH SEMIRIGID JOINT

FILLER

SEE PLAN FOR SLAB

REINF

3/4" DIA x 0'-10" LONG SMOOTH

DOW EL @ 12" OC. LIGHTLY OIL

FULL LENGTH OF DOW EL.

CONTRACTION JOINT CONSTRUCTION JOINT

10" DRAINAGE COURSE

VAPOR

RETARDER

10" DRAINAGE COURSE BASE

VAPOR

RETARDER

SEE PLAN FOR

REINF 3" 3"

T/SLAB

PROVIDE 1/4" WIDE x 1" DEEP TOOLED

SLOT. FILL WITH SEMIRIGID JOINT

FILLER

T/ SLAB EL

SEE PLAN

T/ SLAB EL

SEE PLAN

3/4"

CHAMFER,

TYP

EQUIPMENT PAD W/ #4 @ 12" OC EACH WAY

TOP AND BOTTOM ON COMPACTED

SUBGRADE.